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0081 BISCAYNE DRIVE - Health
" r$tBiscayne Drive Marstons Mills P A 012 013010 No. 4210 113 YEL .,.w T , m 1000 . 0� �/�P Q � 3�z �3�(/ie��r,�- ry THE Tp� Town of Barnstable Barnstable Regulatory Services Department "�"�'���" BAMMSTABM MASS. Public Health Division 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard V.Scali,Director FAX 508-790-6304 Thomas A McKean,CHO CERTIFIED MAIL# 7012 1010 0000 2847 7776 October 12, 2016 Diane M. Brick 14221 Dallas Parkway Dallas, TX 75254 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,TITLE 5 The septic system located at 81 Biscayne Drive, Marstons Mills,MA was inspected on 09/29/2016 by James D. Sears, certified Title V Septic Inspector for the State of Massachusetts. The inspection.of the septic system showed that the system "Conditionally Passes" under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: Leaking septic tank and distribution box needs to be replaced. You are ordered to repair or replace the septic system within two (2)years from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER F THE BOARD OF HEALTH i eomas CMcKean, R.S., CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Evl\81 Biscayne Drive Marstons Mills.doc v rr THE T� Town of Barnstable annrrsr�ar,E. "+ 6 9. ,�� Regulatory Services Department Public Health Division 200 Main Street, Hyannis MA'02601 Office: 508-862-4644 Richard Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO Feb 6, 2007 Rev. 5/11/16 DEADLINES TO REPAIR FAILED SYSTEMS (Town Code §360-44 and Title V: 310 CMR 15.000) An"x"marked in the ❑ is the failure criteria and associated repair deadline 60 DAY DEADLINE CRITERIA ❑ Discharge or ponding of effluent to the surface of the ground ❑ Pumping more than 4 times during the last year not due to clogged or obstructed pipe. ❑ Backup of sewage into the house due to an overloaded or clogged SAS or cesspool ONE (1)YEAR DEADLINE CRITERIA ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool o Any portion of the SAS, cesspool, or privy below high groundwater elevation o Any portion of the cesspool within a Zone 1 to a public well ❑ Any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis. (This system passes if the water analysis indicates the well is free from pollution). TWO (2)YEAR DEADLINE CRITERIA ❑ Single Cesspool ❑Any"conditionally passed systems" (broken cover,relocation of a pipe, relocation of a driveway due to H-10 components, etc) o Leaching pit or cesspool with high liquid level, <12" below inlet(per Town Code §360-9.1) ❑ Leaching facility with standing liquid level at or above the invert pipe (per Town Code §360-20 h) OTHERX Leo f j P Repair deadline: 2 ca rS. Q:\SEPTIC\DEADLINES TO REPAIR FAILED SYSTEMS.doc i m ■me%..t 02, 2016 21:45 Jim The Inspector Man 5085349919 page 1 on t ■ . . ■ 4 s I ' ■■ Commonwealth of Massachusetts D/g - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments —t 81 Biscayne Drive ,r Property Address �-- Fannie I'Aae cry Owner Owners Name --- a information is required for every _Marstons Mills MA 02648 9-29-16 :0 page. Clty/Town State Zip Code Dale of Inspection {�} Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information filling out forms t� on the computer, use only the tab 1 Inspector: �.�``0..of...6"%, key to move your `.�., C.�� cursor-do not i p: y use the return James D.Sears JAMES N' key. Name of Inspector 'C:): SEARS Ca y Na Enterprises, LLC Company Name f?Tl /� 153 Commercial Street Company Address liillillt Mashpee MA '02649 City/Tow.n State ZipCode 508-477-8877 S 1623 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 16,000). The system: ❑ Passes ® Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority F 9-29-16 ip=oZSignature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform In the future under the same or different conditions of use. I5ins.doc•rev.6116 Title 5 official lnspectipn Form Subsurface Sewage Disposal System•page 1 of 17 D 0� Oct 02, 2016 21:45 Jim The Inspector Man 5085349919 page 2 commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments " 81 Biscayne Drive Property Address Fannie Mae Owner Owner's Name information is required for every Marstons Mills MA 02648 9-29-16 page. Cityr town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Conn Pass -Tank Leaking -D Box.The system is a 1000 Gal Tank- D Box and pit B) System Conditionally Passes: ® One or more system components as described in the".Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain_ The septic tank is metal and over 20 years old*or the septic tank (whether metal'or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑. N ❑ ND (Explain below): t5ins.doc-rev.6116 Title 5 Official Inspection Faim:Subsurface Sewage Disposal System•Page 2 of 17 Oct 02- 2016 21:45 Jim The Inspector Man 5085349919 page 3 Commonwealth of Massachusetts a v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments `< 81 Biscayne Drive Property Address Fannie Mae Owner Owner's Name information is required for every Marstons Mills MA 02648 9-29-16 page. CltylTown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ® Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ® distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): Tank leaking. Need to replace D Box ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below). C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh wins.doc-rev.6116 Tille 5 Official Inspection Form:Subsurface Sewage Disposal Syslem-Page 3 of 17 Oct 02. 2016 21:45 Jim The Inspector Man 5085349919 page 4 Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disp osal posal System Form Not for Voluntary Assessments 81 Biscayne Drive Property Address Fannie Mae Owner Owner's Name information is required for every Marstons Mills MA 02648 9-29-16 page. Cityrrown State Zip Code Date of inspection- B. Certification (cont.) F 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well** Method used to determine distance: *' This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal eoliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3, Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No" to each of the following for all inspections.- Yes No ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ® Static liquid level in the distribution box above outlet invert due to an overloaded I or clogged SAS or cesspool ❑ ® Liquid depth in GOMM is less than 6" below invert or available volume is less than '/ day flow P,,7- 15ins.doe•rev.6/16 Title 5 Official Inspection Form.Subsurface Sewage Disposal Sys-.am•Page 4 of 17 Oct 02 2016 21:45 Jim The Inspector Man 5085349919 page 5 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 81 Biscayne Drive Property Address Fannie Mae Owner Owner's Name information is every Marstons Mills required for eve MA 02648 9-29-16 page. CitylTown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NQT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5 na.dac•rev.6/I6 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 i - Oct 02. 2016 21:46 Jim The Inspector Man 5085849919 page 6 Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 81 Biscayne Drive Property Address — Fannie Mae Owner Owner's Name information is Marstons Mills required for every MA 02648 9-29-16 page. Cityfrown Stale Zip Code Date of Inspection C. Checklist Check if the.following have been done. You must indicate "yes"or"no"as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth.of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] I D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 330 ISins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Oct 02, 2016 21:46 Jim The Inspector Man 5085349919 page 7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments "r 81 Biscayne Drive Property Address Fannie Mae Owner Owner's Narne - information is required for every Marstons Mills MA 02648 9-29-16 page. CltyrTown State Zip Code Date of Inspection D. System Information Description: The system is a 1000 Gal. Tank D Box and pit Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage(gpd)): 2014-30,000Gais Detail: 2015-110,000Gal's Sump pump? ❑ Yes. ® No Last date of occupancy: March 2016 Date Commercialllndustrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: 15ins.doc-rev.8116 Till--5 official Inspedion Form:Subsurface Sewage Disposal System Page 7 of 17 Oct 02' 2016 21:46 Jim The Inspector Man 5085349919 page 8 Commonwealth of Massachusetts fi Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 81 Biscayne Drive Property Address Fannie Mae Owner Owner's PName information is required for every Marstons Mills MA _ 02648 9-29-16 page. CityiTown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: NA Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the.DEP approval. ❑ Other(describe): t5ins.doc•rev.6116 Title 5 Official Inspection Porte:Subsurface Sewage Disposal System•Page 8 of 17 Oct 02- 2016 21:47 Jim The Inspector Man 5085349919 page 9 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 81 Biscayne Drive Property Address Fannie Mae Owner Owner's Name information is Nlarstons Mills required for every MA 02648 9-29-16 page. Cltyr own State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1988 Permit#88-52. Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer (locate on site plan): Depth below grade: 30" feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): Pipeing is 4" PVC SCH 40 Septic Tank(locate on site plan): Depth below grade: 20„ feel Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other (explain) . If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 Gal. Precast H-10 Sludge depth: 101, t5ins.doc•rev.6/16 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 9 of 17 1 Oct 02. 2016 21:47 Jim The Inspector Man 5085349919 page 10 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 81 Biscayne Drive Property Address Fannie Mae Owner Owner's Name information is required for every Marstons Mills MA 02648 9-29-16 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cont.) m Distance from top of sludge to bottom of outlet tee or baffle AT Bottom i Scum thickness 4" Distance from top of scum to top of outlet tee or baffle NA Distance from bottom of scum to bottom of outlet tee or baffle NA How were dimensions determined? Asbuilt-Tape Sludge Judge Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank leaking -Level at seam.Tank and cover's at 20" below grade. Inlet tee,outlet baffle Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ pol eth lene y y ❑ other(explain): r t Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date l5ins.doc•rev.6116 Title 5016cial Inspeyion Form:Subsurface Sewage Disposal system•page 10 of 17 i Oct 02 2016 21:47 Jim The Inspector Man 5085349919 page 11 commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments «, r 81 Biscayne Drive Property Address Fannie ;Mae Owner Owner's Name information is required for every Marstons Mills MA 02648 9-29-16 page. Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions.- Capacity: _ gallons Design Flow: gallons per day Alarm p"esent: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.).- Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No tSins.doc•rev.6/16 Title 6 Official Inspection Form:Subsurlace Sewage Disposal Systerr Page 11 of 17 Oct 02 2016 21:48 Jim The Inspector Man 5085349919 page 12 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 'r 81 Biscayne Drive Property Address Fannie Mae Owner Owner's Name information is required for every Marstons Mills _ MA 02648 9-29-16 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D Box is 16"x16"-2' below grade w/one line out. Need to replace 0 Box. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not located, explain why: E l5ins.doc•rev.6/16 Title 5 Offiaal Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Oct 02 2016 21:48 Jim The Inspector Man 5085349919 page 13 Commonwealth of Massachusetts Title 5 Official Inspection Form F Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 81 Biscayne Drive Property Address Fannie Mae Owner Owner's Name informationis Marstons Mills required wir for for every MA 02648 9-29-16 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1 € ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: E ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leaching is a 1000 Gal. precast pit w/2' stone. Pit at 32"below grade w/cover at 17". Pit is dry w/clean wall's. Stain line at 12' off bottom. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth —top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No 15 ns.doc-rev.6/15 Title 5 Official Inspeclion Form:Subsurface Sewage Disposal System-Page 13 of 17 Oct 02 2016 21:48 Jim The Inspector Man 5085349919 page 14 Commonwealth of Massachusetts Title 5 Official Inspection Form ISubsurface Sewage Disposal System Form -Not for Voluntary Assessments Q i • 81 Biscayne Drive Property Address Fannie Mae Owner Owner's Name information is required for every Marstons Mills MA 02648 9-29-16 page. Cityfrown State Zip Code Date of Inspection D. System Information (cost.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.).- Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)-. r r t5ins.doc•rev.5116 Title 9 Official inspection Form:Subsurface Sewage Disposal System•Pegs 14 of 17 ,Oct 02 2016 21:48 Jim The Inspector Man 5085349919 page 15 Commonwealth of Massachusetts Title 5 Official Inspection Form 6 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 81 Biscayne Drive Property Address Fannie Mae Owner Owner's Name information is required for every . Marstons Mills MA 02648 9-29-16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately A R EAR` 26 ` 3° 2 t4 -�� � � 3 o l5ins.doc rev.6/16 T111e 5 Official Insnecdon Form Subsurface Sewage Disposal Syslem•Page 15 of 17 F Oct 02 2016 21:49 Jim The Inspector Man 5085349919 page 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 81 Biscayne Drive Property oper ty Address Fannie Mae Owner Owner's Name information is required for every Marstons Mills MA 02648 9-29-16 page. CItyfrDwn State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar E ❑ Shallow wells Svc � Estimated depth t high ground water: 16.5+ feet 4 Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 6-16-87 Date t ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers -(attach documentation) ❑ Accessed USGS database -explain: t You must describe how you established the high ground water elevation: T.H. on Design plan 6-16-87 16.5'+ no G.W.. Bottom of pit at 8'-8" below grade. Bottom of pit at 7'-7"above T.H. Depth. t Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc•rev.6/16 Title 5Official Ins pehlon Form:Subsurface Sewage disposal System•Page 15 of 17 f Oct 02 2016 21:49 Jim The Inspector Man 5085349919 page 17 Commonwealth of Massachusetts Title 5 Official Inspection Form - Subsurface Sewage Disposal System Form - Not for Voluntary Assessments r 81 Biscayne Drive Property Address Fannie Mae Owner Owner's Name information is required for every Marstons Mills MA 02648 9-29-16 page. Cdy/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t t5ins.doc•rev.6116 Ti6e 5 Official Inspection Form.Subsurface Sewage Olsposal Systen•Page 17 of 17 No.�Ilz) ^ Fee THE-COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ppliLation for Disposal *pstpm Construction 3offm t Application for a Permit to Construct( ) Repair(X) Upgrade( ) Abandon( ) ❑Complete System &Individual Components Location Address or Lot No. 81 O 1 S<!AyNtr r.�)k H.J. Owner's Name,Address,and Tel.No. ®1AAA----13kiCd< / r6V V,*TL Mdwre Assessor's Map/Parcel 1L021 D,4G S Pl(w X Installer's Name,Address,and Tel.No. 569-473 -113 7 7 Designer's Name,Address,and Tel.No. CAK- t b E atw"ix ( N/A 153 (7�cuceP Al P Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �(�/ � S eA L 3 E?ri Q T&6iU K 4-C 56-AAA Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt Si ed ZZYDate r0 -Ap (J� Application Approved by Date /O Application Disapproved by Date for the following reasons Permit No. /� Date Issued © �e��No - q ' " � ���•r'°'� Fee 75 THE-COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppl ration for -Misposal 6pstrm Construrtion Permit Application for a Permit to Construct( ) Repair(X) Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. 81 (31 SCAYNE C* t4,q Owner's Name,Address,and Tel.No. b1AA45 OPLIGt< / FED P.47�,, Mr>ar-A-C& . Assessor's Map/Parcel O!a o(3 ,O IO Wxzl D*CLAS PKw x Installer's Name,Address,and Tel.No. 509•tF711 -$$7 7 Designer's Name,Address,and Tel.No. CAOF-wt 0 e ao60oj6,m cze— s N lQ Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' Design Flow(min.required) gpd Design flow provided gpd y ry Plan Date Number of sheets Revision Date -' Title Size of Septic Tank Type of S.A.S. Y Description of Soil Nature of Repairs or Alterations(Answer when applicable) („ • d 7� SeA L 3 d?n C XAJ K 4T SEAM i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of 4. Compliance has been issued by this Board of�H�ealt Si ed Date to— —7.-0 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 3 (71f Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS _:9 BARNSTABLE,MASSACHUSETTS Certifirate of Complianre THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( X) Upgraded( ) Abandoned( )by l:A Pr(o(ye Efi maQ.P&-ges at �5 5 do(y yE /(, /A��I M v has been constructed in accordance with the pNV6LUtD6 , ions of Title 5 and the for Disposal System Construction Permit No t '.��`dated ��11`�S// Installer &)-r c&r- Designer #bedrooms Approved design flow gpd The issuance of thi perm't sha 1 not be construed as a guarantee that the system will nc o as design��•. Date Inspector a �. �h I w --------------------- No. Fee ✓ THE � � ��� COMfM@ EAL OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE MASSACHUSETTS -MispoSaf 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(X) Upgrade( ) Abandon( ) System located at 1S ( b 15 CAY A)E b j-! E `-f fZS Tt�x r::. !-1 I c,L, ; and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be co pleted w' in three years of the date of this pe it. ---- Date /G/P� Approved b PP Y AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION I is`a v • SEWAGE# PS-'J VILLAGE 4" . A, 711. nnASSESSOR'S MAP&LOT INSTAL.LER'S NAME&PHONE NO.. C/✓ S o I I SEPTIC TANK CAPACITY_ J.U J o . LEACHING FACILITY:(type) (size) NO.OF BEDROOMS BUILDER OR OWNER ✓/ ✓'� ' PEn,,UDATE: 9-112 � tf COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility r Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) 126 Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachingfacility) Feet Furnished by l � �/1 57, Y0 ' http://issgl2/intranet/propdata/prebuilt.aspx?mappar=012013010&seq=l 10/28/2016 i*. TOWN OF BA_RNSTABLE LOCATION 9/ A 5-c- 4v ' SEWAGE # VILLAGE Al . A . /s% ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. �- SEPTIC TANK CAPACITY J 60 o LEACHING FACILITY: (type) 4, (size) G X G2 ' 'O' A �. NO.OF BEDROOMS BUU,DER OR OWNER PER t rrDATE: 9112 �8'9 / COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) 70 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet W� ( I .Furnished by �` '"t � f J /f9 / Qh i L, TOWN,INSTABLE LOCATION I 7— )fL'tt/t. SEWAGE # VILLAGE �M 5 �� ,/✓�rJ ASSESSOR'S MAP LOT J INSTALLER'S NAME & PHONE NO. Sd A) , SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) 4 J'u1 1 _ 1 NO. OF BEDROOMS R T -WEL OR PUBLIC WATER j BUILDER OR OWNER 19e d. CDA6 . DATE PERMIT ISSUED: all ff DATE COMPLIANCE ISSUED: 7 VARIANCE GRANTED: Yes No X �'- �•1� �� � PI ��� A J � . � � � � .� , � i �. �. t � �!� No �S...._. � Fizs........ ..�� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTI� ............._r6 A......OF............5 "t C�... ApplirFation for Uisvoii al Works Tonstrurtion Prrmit Application is hereby made for a Permit to Construct (2() or Repair ( ) an Individual Sewage Disposal System at: �. .Aj ....n4uc ---/-1/1,17L.-sT afs...... ._... ... 1 Locati Address. « &��:iJl ..............._..... W �• JC 0�n _ Address �...--------- ------------------------------. .........---------......._....----•-......----- Installer � ...--------•------ -------•--•------------ Address �j U Type of Building Size Lot.....`4".;" O-a_.Sq. feet Dwelling—No. of Bedrooms---------- ------------------------------Expansion Attic � Garbage Grinder ((1A Other—Type T e of Building No. of persons............................ Showers � YP g ---------------------------- P ( ) — Cafeteria ( ) Otherfixtures -------------------------------------------•--------......------------------------------------------••---•. W Design Flow................................:5.'J-..gallons per person per day. Total daily flow......... !-......................gallons. WSeptic Tank—Liquid capacity..1.17449.gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area_______•-_-_.._--•sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area......._....._._._sq. ft. z Other Distribution box ( ) Dosing t nk ( ) J , ~' Percolation Test Results Performed b ..._.._ �.. � . 11 �!___... ... � Date......... .0_--........ y Test Pit No. 1.4 .2___minutes per inch Depth of Test Pit.................... Depth to ground water........................ (s, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ....... /.---•------ O Description of Soil.................. 5----- ..... •---......--•-•----•••-•----------------•--------------•----•-•------ U -----•------------------------------------------------------------------------------------------------------------------------DE-SIGNING..ERGIREER..MUST..S.UPERV ISE U Nature of Repairs or Alterations—Answer when applicable---------------------1I4STALLATION_-ARD__GI.RTJFYjN_.WRITING -•------------•-----••••-------•.....•-••••-•••-------------------•-•••-•--------------......---•---••-.._...-•---------------THE.-SYSTEM._W.AS INSTALLED.IN_ STRICT Agreement: ACCORDANCE TO PLAN. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i i I i ; p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation u it a ertificate of pliance has been issued by the board of health. Cioned.... <� ......16 PPlicationApproved By................................. .•.. ............................................. ----------------......Ce..................... Date Application Disapproved for the following reasons:............................................................................................................... --------•----••----•--------------------------------------••----------...--------...--•--...--------------•--•-•-----•-----------•--•-•-•---------......-----------'•----•-----• --------------•--- Da PermitNo............. ----• --•--•------•--- -------•--- Issued.............. ---�---� ._..------•---- Date LEVY, ELDREDGE & WAGNER ASSOCIATES, INC. ENGINEERS-LANDSCAPE ARCHITECTS-PLANNERS LAND SURVEYORS 889 WEST MAIN STREET CENTERVILLE,MASSACHUSETTS 02632 (617)775-2244 April 4 , 1988 The Greenbrier Corp. P. 0. Box 510 Centerville, MA 02632 Dear Mr. Covill; Transmitted herewith are three (3) copies of the as-built septic system for Lot 22 Biscayne Dr. Barnstable, MA. The septic system has been installed as indicated on the enclosed plan. Very truly yours, LEVY, ELDREDGE & WAGNER ASSOCIATES Pyau . PAL/mlw #1027 88 WAVERLY STREET FRAMINGHAM,MASSACHUSETTS 01701 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1T1 l ........oF........� /v5 L.... ................. (Irdifiratr of (jum liattrr TH1S, S TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired ( } by----` � =----.�t�..F (5-Cow---------------------- .............Install---------....__......__..._._...___...._....---...._....._....__...---.___..._..._..__...------- at LSl .`Z4Z- .!-5�__�__.Lift..-P(.-'/------7-�-5DIU'........ 111 vS....................................... has been installed in accordance with the provisions of T ITIE j of The State Sanitary Code as -escri` ed in the application for Disposal, Works Construction Permit No......... _..^��. dated__..___'._ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARA TEE THAT YHE SYSTEM WILL FUNC?ION SATISFACTORY. DATE........... - - 1 55 iCtQ►71.�`�' ........ Inspector........_... THE COMMONWEALTH OF MASSACHUSETTS 's BOARD OF HEALTH Appltratiou for Ufipuiittl Works Tonstrnrttun rrntff Application is hereby made for a Permit to Construct O or Repair ( ) an Individual Sewage Disposal System.. r ............................... ✓�J Location Address or It No. ry C of `� .' 3 l £ h_ri -r ('/ f ..... sl S. fir.. �` 3:._. �� - 1 .... _... 1~__f ...................... t` [ 1 i 'r ............... .. ._......Address —vim •••--••--......_ Installer Address y UType of Building Size Lot-___ _ ...Sq. feet Dwelling—No. of Bedrooms_________ ______________________________Expansion Attic 6!") Garbage Grinder (AJe—) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ------ ---- --------------- W Design Flow................................A2.5___._gallons per person per day. Total daily flow.........'i...;>Q._________.______._____gallons. WSeptic Tank—Liquid capacity_11W_gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) `" Percolation Test Results Performed b .. __. - -' `> c [s f.} _` _. 1...t t a'r+`6r( Date__.. Y �. • } f — Test Pit No. 1. --:9-_--minutes per inch Depth of Test Pit____________________ Depth to ground water............-............ GL, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --------- -------- -•-.......................................................................... D Description of Soil.................. _r._... �( _° -; ' W U Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TTtLE: ; of the State Sanitary Code— The undersigned further agrees not to place the system in operation u •it a ertificate of pliance has been issued by the board of health. I _ ,..._,Stgne� _._. --- ----------- Application ' Date Approved BY - -�� /Y ..... ............................. l Date Application Disapproved for the following reasons:----•-------•------------------------------------------•------•------------------•---------•••-••-•----•••----- --------------••----•--------•---•-•--•---•-----------------•------------•---------------...-------------•--••--•---•---•---•-•-•-•-•••••---•--•--•-•-----•--•••---•-••-••--•••........................ No------ _.ram... �2-: _ __ ------._.. Issued_--•-------•------------ --'_��-----Date------ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Trrtfffrab of Tnrmplianrr TrH1S,iIS TOCERT�IFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by �.t{ ---�--`>-------=.--.-�.:_..::.' ------------------------------------------------------•--••---............--------...---------..._....----•_•---•---•----•-----•--••----------- t�1 L l 4 Install f �s r at.................................................-.. 4 2-- --- r! ....................-' f = (&?rat ? -..._ l ,_-------------•---------••--------------- has been installed in accordance with the provisions of Ti T iE j of The State Sanitary Code as Aescribed in the application for Disposal Works Construction Permit No......`�''�___�_��_�. dated-.-.-___--�-.k4_7*3_5______. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARATEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE. .. (( .....-----••------._.... Inspector..--•--_•-•_./ °--------------------------------------------•-----•-••.._..._._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH t ...........................................OF...........C>. �..... .- . -- _... No•-` ..................." . FEE........................ ;%posal Workii T0no#rnrtion rrrmit "r Permission is hereby granted........ .:_...._.,...........a_`==•.1---�----------•----------------------------•-•---•-------._::_....----•-•-•-••---...... to Construct O`) or Repair ( ) an Individual Sewage Disposal System �+ at No..... �✓ !r � C�s.� ) (ram: f�i(-�;!'�)� �� _ � ��'}e �s�C�1��� t`�.-A.�,-�'i__ �t +'� -•.• Street as shown on the application for Disposal Works Construction Permit No _r_��Dated_�_'�...... ................ ....................................................... �: ..., Board of Health DATE.............3- 7 1161 ••- FORM 1255 HOBBS & WARREN. .IN Ci;'PUBLISHERS Department of Environmental Management/Division of Water Resources WATER WELL COMPLETION REPORT / WELL LOCATION }� Address° SP t�� U e— City/Town YF'YC.S�5 M1'[(ll S G.S.Quadrangle Map Grid Location �tt Owner 4.tJ 03et !S✓!— 1 T yn 1,00 nnOrl U✓ oQ ��Q Address 1 WELL USE CONSOLIDATED WELL Domestic n7r Public ❑ Industrial ❑ Type of Water-bearing Rock Other Water-bearing Zones Method Drilled 1) From To 2) From To Date Drilled �`� 3 3► From To 4) From To CASING Depth to Bedrock Length �Q /] Diameter Type /�✓G UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials Feet below land surface -& ' Sand: fine❑ medium❑ coarse Date measured 9--t33-7- Gravel: fine❑ medium❑ coarse❑ Screen: GRAVEL PACK WELL Slot# /oD length �3 from 4(eO to 6-3 Yes ❑ No K Split Screen(or 2nd screen) WATER QUALITY TESTS MADE Slot •length from to Chemical ❑ Biological Depth To Bedrock PUMP TEST Drawdown feet after pumping days hours at GPM. How measured Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To 1Cb DRILLER � cL� won Day Firm ° d a TO. 4" Address \ d City YamjMh, MA 02664 Registration No. a 44 01 Aerator s Signature Please pant irm y CUSTOMER COPY 75M.2 84.176171 Lo;s Number: 7174 Bottle # E672 Date: Sept. 25, 1987 f of BARti BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT �� sa Z SUPERIOR COURT HOUSE O � BARNSTABLE. MASSACHUSETTS 02630 V o 0 ASO DRINKING WATER LABORATORY ANALYSIS PHONE: 362-2511 Ext. 337 Client: Greenbriar DevelopmentCorp.Collector: F. Clifford Mailing Address: P. 0. Box 510 Affiliation: well driller . Centerville. MA 02632 Time & Date of Collection: 9/24/87 10:00 a.m. Telephone: Type of Supply: _ well Sample Location: Lot 22 Biscayne Drive Well Depth: 63' Marstons Mills, MA _ Date of Analysis: 9/24/87 1.00 p.m. PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml + 0 0 Conductivity (micromhos/cm) 62 500.0 Iron ( m) 0.3 Nitrate-Nitro en ( m) 10.0 Sodium ( m) 20.0 I . X Water sample meets the recommended limits for drinking of all above tested parameters. II . Based only on results of the parameters tested for this sample, the water is suitable for drinking but may present the problems checked below: A. Water sample has higher than average levels of Nitrate. Future monitoring is recommended (2-3 times per year) to establish any upward trends. B. The low pH of the water may shorten the useful life of the house's plumbing. C. Water may present aesthetic problems (taste, odor, staining) due to D. Water sample has high levels of sodium. Persons on low sodium diets should consult their doctor. III. Due to one or more of the reasons checked below, this water sample is unfit for human consumption: A. High Bacteria B. High Nitrates The Barnstable County Health and Environmental REMARKS: Department shall not endorse any statements, interpretations or conclusions made by anyone i else concerning these results without wrifien COrlsed. CC: Barnstable a nstable Board of Health CC: Clifford Well Drilling 9�& 1 /7/85 Laboratory Director r N Explanation of Test Results .Total Coliform,Bacteria Coliform bacteria are an indicator of the sanitary quality of a water- supply. Water supplies may become contaminated from malfunctioning septic systems, cesspools and surface runoff. A total coliform count of zero indicates that your water supply is safe and approved for human consumption. A total coliform count of greater than zero is most often the result of accidental contamination of the sample bottle through improper sampling methods. For this reason, it would be advisable to retest any well water that is not approved. PH pH is the measure of acidity oralkalinityof the water. On the pH scale, the number 7 is neutral, less than 7 is acidic and more than 7 is alkaline. The pH of water on Cape Cod tends to be acidic in the range of 5.0 to 6.5. Conductivity Conductivity is a measure of the dissolved salts in solution. Amounts in excess of 500 micromhos/cm are generally considered unacceptable and may have a laxative effect upon users. Iron The presence of iron in water in concentration of .3 ppm or greater may: give the water a bittersweet astringent taste, cause an unpleasant odor, often gives the water a brownish color and cause staining of laundry and porcelain. The average concentration of iron in Cape Cod's water is .2 .6 ppm. Although the presence of iron in water may cause the problems listed above, it is not considered deleterious to health. Iron may be removed by use of an iron removal system. Nitrate-nitrogen The Massachusetts Drinking Water Regulations have set a maximum contaminant level for nitrates at 10 ppm. Excessive concentrations may cause methemoglobinemia (an infant disease) and have been suggested to form potentially carcinogenic nitrosamines. Contamination sources include fertilizers, cesspools and industrial wastes. Copper . Due to the acidic nature of the water on Cape Cod, copper tends to leach from pipes. This normally does not present a health hazard; however, concentrations in excess of 1.0 ppm may cause a metallic taste and/or a bluish-green stain on porcelain fixtures. Sodium A concentration of sodium over 20 ppm is only of concern to people who are on a low sodium diet. If the water supply has more than 20 ppm sodium, it is up to the people who are on such a diet to find another source of drinking water or contact.their doctor to determine`if,consuming the water is advisable. Concentrations exceeding 50 ppm indicate that there may,be ocean water or road salt runoff water getting into the well, 20 FT. MIN. TOP OF POUND. — SOIL TEST EL. = 10 FT. MIN, DATE OF SOIL TEST , 0 LV7 WITNESSED BY E� 4..• J -, ��GSC9 )CONCRETE 4 SCH. 40 PyC PIPE CLEAN SAND PERCOLATION RATE -- MIN. i NCW ovERs MIN17\ . PITCH ►/B' PER FT.- ELEV. CONCRETE OBSERVATION HOLE I OBSERVATION HOLE 2 = = 4" CAST IR N PIPE 12 �GXC� COVERS 2" LAYER OF ELEV. (OR EQUAL, MIN. I/8 1/2" WASHED PITCH 1 /4 PER FT STONE Top E S� SorL_ FLOW LINE _ MEb) i m sAx4D " N EL MIN. '�{ EL = i LEVEL 40 Mrs. EL= - 9. 4 If. EL. - ;p DIST EL 0 _ BOX s a o Z N� WATER AT ►'L = EL.= WATER AT EL.= 0 3/4"- 1 1/2" ! ocoO GALLON WASHED STONE 0 u ° 000 • SEPTIC TANK , w ° � EL.= 03. � DESIGN CALCULATIONS PRECAST LEACHING NUMBER OF BEDROOMS BASIN OR EQUIV. _ 6' DIAM. Z r GARBAGE DISPOSAL UNIT Mr>J TOTAL ESTIMATED FLOW SEWAGE DISPOSAL SYSTEM PROFILE o, c „�,,� �' AL�'vA �.. ( GAL./BR./DAY X BR.) GAL. DAY. NOT TO SCALE REQUIRED SEPTIC TANK CAPACITY f. �} GAL. ACTUAL SIZE OF SEPTIC TANK 100 ►- GAL. (�RECr. Y BOTTOM OF TEST HOLE OR USGS--PROBA9tf--WATER TEE EL.= -`� LEACHING AREA REQUIREMENTS r OBSERVED WATER TABLE ( / a - ) EL.= - - SIDEWALL AREA 6AL./S.F ? BOTTOM AREA J GAUS.F. LEACHING CAPACITY ( BOTTOM+ SIDEWALL) 5447 CAL. LEGEND ' x - i% s. 4x s x 5 x ,o; -j ��4`? � EXISTING SPOT ELEVATION OO,iO RESERVE LEACHING CAPACITY GAL EXISTING CONTOUR -- — — - 00— ---- FINAL 'SPOT ELEVATION 55-1 NOTES FINAL CONTOUR 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. l SOIL TEST LOCATION S TITLE 5 AND THE TOWN OF 4Am�`_ - RULES AND _ j y UTILITY POLE REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TOWN WATER W --=W WELL � CATCH BASIN ( ®� 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO F WITHIN 12' OF FINISHED GRADE . \ 7 R O ��, < 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. 72 � 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE I , OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR aL 70 # � WITHIN 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING ., "' � MIN FRONT SETBACK SHALL 8E USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING. ' �„� ETA 8+00 MIN. REAR SETBACK 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE uf ('^, r Et_ = 74 oz MINSIDE SETBACK SHALL BE MORTARED IN PLACE. 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 61� a DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. •4. .;rds J! � I: I 7 H0 Q I Z N APPROVED : BOARD OF� HEALTH �\ LOT Z 1 ' 15or N -47� 7 0 SE^4C: TANK,' i �o'Z ( �' r �-1r DATE AGENT PROJECT LOCATION+ ` t d d } LEACH PIT i✓ROr c) :a I A�.1 i7 Ole I�ISCAYNE L'Rf V� 3Alitv5~' 8 � , t"tA LEAGk4 Pi� Wti� r `ry `i APPLICANT+ � � V� 7+ __ _ �� , �, z Levy, Eldredge & Wagner Associates Inc. Engineers Landscape Architects Planners Land Surveyors 7.0 Locus ,; 889 West Main Street °r ti Centerville Ma. 02632 r. r } ti LOCATION MAP JOB 4� 1 O 2 '7 SHEET OF